Q:/A pipe system carries water from a reservoir and discharges it as a free jet, as shown in Fig. I below. How much flow is to be expected through 200-mm diameter steel commercial pipe with the fittin illustrated. =) A Reservow Datum 30 m: -K-0.05 60 m 20 m 60 m B Parmes 200-mm steel commercial pipe throughout 2.90* elbows K-0.40 - 0113 x 10-4 m²/s p-999 kg/m³

Q:/A pipe system carries water from a reservoir and discharges it as a free jet, as shown in Fig. I below. How much flow is to be expected through 200-mm diameter steel commercial pipe with the fittin illustrated. =) A Reservow Datum 30 m: -K-0.05 60 m 20 m 60 m B Parmes 200-mm steel commercial pipe throughout 2.90* elbows K-0.40 - 0113 x 10-4 m²/s p-999 kg/m³

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Hello could you please provide the full workings out for this past paper question. Correct answers are circled
Determine the equivalent length pipe with a diameter of 300mm and a C value of 100 that will replace the arrangement from A to C below. A 800m, 4000, C=90 1600m, 3000, C=110 1400m, 2000, C=95 C D
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Area of pipe 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter Fitting Manometer Manometer H₁ H₂ Mitre 20cm 19cm Elbow 15cm 13cm Short Bend 16cm 15cm Enlargement 16cm 14cm Contraction 20cm 17cm Gate Valve Gauge Reading = 80Pa 26.2 mm 19.48 mm Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K m/s
Hydraulics
Given Pipe 1: D1=200mm f1= .019 Q1 = 180 L/s L1 =80 m Pipe 2: D2=150 mm f2= 0.020 Q2=? L2 = 150 m Pipe 3 D3= 100 mm f3= 0.021 Q3=? L3 = 140 m Total head loss = 15 m Compute: Q2, Q3 and Q
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